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SIZE EFFECT ON CONCRETE SPLITTING TENSILE STRENGTH AND MODULUS OF ELASTICITY
Abstract The work presented in this paper is part of an experimental investigation program regarding the tensile behavior of intermediate strength concrete. In total, ninety-one oncrete cylinder specimens were casted and eighty-two of them were tested in uniaxial compression and indirect tension. The concrete specimens were systematically varied in size. The splitting tensile strength and modulus of elasticity of concrete exhibited a definite size effect. It was attempted to rationalize the size effect following a size effect law of the specific elastic fracture energy. A tensile concrete strain invariance is supported by the experimental findings.
SIZE EFFECT ON CONCRETE SPLITTING TENSILE STRENGTH AND MODULUS OF ELASTICITY
Abstract The work presented in this paper is part of an experimental investigation program regarding the tensile behavior of intermediate strength concrete. In total, ninety-one oncrete cylinder specimens were casted and eighty-two of them were tested in uniaxial compression and indirect tension. The concrete specimens were systematically varied in size. The splitting tensile strength and modulus of elasticity of concrete exhibited a definite size effect. It was attempted to rationalize the size effect following a size effect law of the specific elastic fracture energy. A tensile concrete strain invariance is supported by the experimental findings.
SIZE EFFECT ON CONCRETE SPLITTING TENSILE STRENGTH AND MODULUS OF ELASTICITY
Kanos, A. (Autor:in) / Perdikaris, P.C. (Autor:in)
01.01.2006
8 pages
Aufsatz/Kapitel (Buch)
Elektronische Ressource
Englisch
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